q; = AKegi = 2 × (4.5 × 10¯/100) × 0.09 = 0.81 × 10m'/sEXERCISESTheoryFigure P6.2 on page 128. Take the water level at exit asdatum. (Hint: You need to convert the pressure 10 kPato head.)6.1 A pump test is carried out to determine the hydraulicconductivity of a confined aquifer, as shown in FigureP6.1 on page 128. Show that the equation for k is6.3 The groundwater level in a soil layer 10 m thick is locatedat 3 m below the surface. (a) Plot the distribution ofhydrostatic pressure with depth. (b) If the groundwaterwere to rise to the surface, plot on the same graphas (a), using a different line type, the distribution ofhydrostatic pressure with depth. (c) Repeat (b), but thegroundwater is now 2 m above the ground surface (floodcondition). Interpret and discuss these plots with respectto the effects of fluctuating groundwater levels.q In (r¡/r2)k =2iH(h – hz)-Problem Solving6.2 Determine the pressure head, elevation head, and totalhead at A, B, and C for the arrangement shown in

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Theory 6.1 A pump test is carried out to determine the hydraulic conductivity of a confined aquifer, as shown in Figure P6.1 on page 128. Show that the equation for k is q In (r/r2) k = 2nH(h, – h2)

Theory 6.1 A pump test is carried out to determine the hydraulic conductivity of a confined aquifer, as shown in Figure P6.1 on page 128. Show that the equation for k is q In (r/r2) k = 2nH(h, – h2)

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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